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Titre : | Parametric study on the Beam-to-Column connections with top and Seat Angles | Type de document : | texte manuscrit | Auteurs : | Hadj Ismail Boukraa, Auteur ; Saleh Amara, Directeur de thèse | Editeur : | Laghouat : Université Amar Telidji - Département de génie civil | Année de publication : | 2019 | Importance : | 59 p. | Note générale : | Option : Structures | Langues : | Anglais | Mots-clés : | Initial stiffness Moment-rotation Connection Angle Autodesk Robot Rigidité initiale Assemblage Cornières | Résumé : | The connections in steel structures are generally carried out by welding and / or bolting.
Angles connections are widely used in steel structures . However, The structural behavior of this type of connection is extremely complex to analyze . This complexity is due to the variation of their geometrical and materials properties which leads to a difficult behavior to predict .The objective of this work is to analyze a metal structure with top and seat angle connections and varying the geometrical parameters of these structure connections with the aim of comparing their level of performance and their influence on the frame responses. After sizing and verification of the structure using different types of connections subjected to the same type of loading, the moment-rotation behavior of the various configurations of assemblies to be used in the structures , will be determined by the method of polynomial model , as well as the evaluation of an approximate initial stiffness of a flange connection based on the European standard "Eurocode3". | note de thèses : | Mémoire de master en génie civil |
Parametric study on the Beam-to-Column connections with top and Seat Angles [texte manuscrit] / Hadj Ismail Boukraa, Auteur ; Saleh Amara, Directeur de thèse . - Laghouat : Université Amar Telidji - Département de génie civil, 2019 . - 59 p. Option : Structures Langues : Anglais Mots-clés : | Initial stiffness Moment-rotation Connection Angle Autodesk Robot Rigidité initiale Assemblage Cornières | Résumé : | The connections in steel structures are generally carried out by welding and / or bolting.
Angles connections are widely used in steel structures . However, The structural behavior of this type of connection is extremely complex to analyze . This complexity is due to the variation of their geometrical and materials properties which leads to a difficult behavior to predict .The objective of this work is to analyze a metal structure with top and seat angle connections and varying the geometrical parameters of these structure connections with the aim of comparing their level of performance and their influence on the frame responses. After sizing and verification of the structure using different types of connections subjected to the same type of loading, the moment-rotation behavior of the various configurations of assemblies to be used in the structures , will be determined by the method of polynomial model , as well as the evaluation of an approximate initial stiffness of a flange connection based on the European standard "Eurocode3". | note de thèses : | Mémoire de master en génie civil |
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MGC 02-105/1 | MGC 02-105/1 | Thése | BIBLIOTHEQUE DE GENIE CIVIL ET D'ARCHITECTURE | Thèses (gca) | Disponible |
MGC 02-105/2 | MGC 02-105/2 | Thése | BIBLIOTHEQUE DE GENIE CIVIL ET D'ARCHITECTURE | Thèses (gca) | Disponible |
MGC 02-105/3 | MGC 02-105/3 | Thése | BIBLIOTHEQUE DE GENIE CIVIL ET D'ARCHITECTURE | Thèses (gca) | Disponible |
Documents numériques
http://dspace.lagh-univ.dz/handle/123456789/5735URL | | |